西南某铁路高烈度地震山区地质选线研究
|
摘要
在建西南某铁路通过平原、丘陵及其陡峻的高山峡谷区,穿越发生过强烈地震的D1断裂带,D3褶断带,构造背景复杂,内外动力地质作用强烈,不良地质分布广类型多、规模大,复杂的地形、地质条件给铁路选线带来了严峻的挑战。根据铁路所经地区的特殊地质区域和地质环境,进行高烈度地震山区地质选线研究,具有重要的指导意义。
本论文以铁路区域地质背景为基础,分析了控制铁路地质选线的主要因素,包括地形地貌、地震、活动断裂及次生地质灾害,这些因素对铁路地质选线具有重大影响。论文先介绍了铁路的宏观走向,主要结合区域地质情况综合比选了线路的两大宏观走向方案。
论文针对铁路地质选线的控制因素,结合具体工点实例,根据前人总结出的地质选线原则,提出了以下几条地质选线技术：活动断裂及发震断裂带选线技术,高烈度地震山区越岭选线技术,高烈度地震山区河谷内移选线技术和不良地质地区的选线技术。确定了线路在经过D1断裂、D2断裂及D3断裂三大主要断裂,越岭地段,高山峡谷段及高原河谷段,不良地质地区的合理走向,最大限度保证线路经过路段的安全性,减少或避免地震及次生地质灾害对铁路工程的破坏。
通过对西南某铁路的地质选线研究,总结出一套适合于高烈度地震山区的地质选线技术,这些研究成果也为以后铁路经过复杂地形、地质条件地区遇到类似问题如何解决时提供了重要参考价值。
In topography, railway in southwest region crosses plain, high mountain and valley; in geological structure, it crosses the Dl fault zone, west D3fold and fault zone. The structure background is complicated, the inner and outer dynamic geological effect is intense. Unfavorable geology is wide in distribution, various in types and large in scale. Complex topographical and geological conditions bring serious challenge to railway route selection. Based on the special geological areas and geological environment in the region where the railway goes through, the research on geological route selection in mountain areas with high intensity earthquake is of important guiding significance.
Based on regional geological background of railway, the paper analyses the main factors of controlling railway geological route selection (including topography, earthquakes, active faults and secondary geological disasters). These factors have a significant influence on geological route selection of railway. The study firstly introduces macro-trend of railway, comprehensively compared and selected two macro-trend schemes of the route which mainly combined with the geological conditions.
According to the controlling factors of geological route selection of railway, combined with specific project examples, and based on the principles of geological route selection summed up by the predecessors, the following technologies of geological route selection have been put forward in the paper: i) route selection technology of active faults and earthquake fault zones, ii) route selection technology over mountain in mountain areas with high intensity earthquake, iii) valley ingression route selection technology and iv) route selection technology of adverse geological regions in mountain areas with high intensity earthquake. The alignment of route is determined when the route goes through three faults including Dl fault, D2fault and the west D3fault, the crossing mountain area, alpine gorge and plateau valley section, unfavorable geological region. So as to ensure the safe passing sections of railway at maximum degree, to reduce or avoid the damage to railway projects caused by earthquakes and secondary geological disasters.
Through the research on geological route selection of railway in southwest region, a set of technologies of geological route selection suitable for mountain areas with high intensity earthquake have been summed up in the paper, the study results provide an important reference value for the future, how to solve the similar problem in case of railway passes through complex topographical and geological conditions areas.
本论文以铁路区域地质背景为基础,分析了控制铁路地质选线的主要因素,包括地形地貌、地震、活动断裂及次生地质灾害,这些因素对铁路地质选线具有重大影响。论文先介绍了铁路的宏观走向,主要结合区域地质情况综合比选了线路的两大宏观走向方案。
论文针对铁路地质选线的控制因素,结合具体工点实例,根据前人总结出的地质选线原则,提出了以下几条地质选线技术：活动断裂及发震断裂带选线技术,高烈度地震山区越岭选线技术,高烈度地震山区河谷内移选线技术和不良地质地区的选线技术。确定了线路在经过D1断裂、D2断裂及D3断裂三大主要断裂,越岭地段,高山峡谷段及高原河谷段,不良地质地区的合理走向,最大限度保证线路经过路段的安全性,减少或避免地震及次生地质灾害对铁路工程的破坏。
通过对西南某铁路的地质选线研究,总结出一套适合于高烈度地震山区的地质选线技术,这些研究成果也为以后铁路经过复杂地形、地质条件地区遇到类似问题如何解决时提供了重要参考价值。
In topography, railway in southwest region crosses plain, high mountain and valley; in geological structure, it crosses the Dl fault zone, west D3fold and fault zone. The structure background is complicated, the inner and outer dynamic geological effect is intense. Unfavorable geology is wide in distribution, various in types and large in scale. Complex topographical and geological conditions bring serious challenge to railway route selection. Based on the special geological areas and geological environment in the region where the railway goes through, the research on geological route selection in mountain areas with high intensity earthquake is of important guiding significance.
Based on regional geological background of railway, the paper analyses the main factors of controlling railway geological route selection (including topography, earthquakes, active faults and secondary geological disasters). These factors have a significant influence on geological route selection of railway. The study firstly introduces macro-trend of railway, comprehensively compared and selected two macro-trend schemes of the route which mainly combined with the geological conditions.
According to the controlling factors of geological route selection of railway, combined with specific project examples, and based on the principles of geological route selection summed up by the predecessors, the following technologies of geological route selection have been put forward in the paper: i) route selection technology of active faults and earthquake fault zones, ii) route selection technology over mountain in mountain areas with high intensity earthquake, iii) valley ingression route selection technology and iv) route selection technology of adverse geological regions in mountain areas with high intensity earthquake. The alignment of route is determined when the route goes through three faults including Dl fault, D2fault and the west D3fault, the crossing mountain area, alpine gorge and plateau valley section, unfavorable geological region. So as to ensure the safe passing sections of railway at maximum degree, to reduce or avoid the damage to railway projects caused by earthquakes and secondary geological disasters.
Through the research on geological route selection of railway in southwest region, a set of technologies of geological route selection suitable for mountain areas with high intensity earthquake have been summed up in the paper, the study results provide an important reference value for the future, how to solve the similar problem in case of railway passes through complex topographical and geological conditions areas.
引文
[1]吴光.复杂山区高等级铁路选线工程地质的若干问题[J].西南交通大学学报.2010,45(4)：527-532.
[2]宋欣.复杂山区铁路选线[J].铁道勘察.2005(1)：5-7.
[3]穆藩蒲.山区铁路选线的研究[J].铁道建筑.1994(6)：15-19.
[4]何振宁.活动断裂带铁路选线问题初探[J].铁道工程学报.1987(3)：195-203.
[5]卿三惠,黄润秋,李东,蒋良文.活动构造区山地环境铁路选线研究[J].地质力学学报,,2006,12(2)：249.
[6]许再良,李国和,许兆义,张永军.鲁南地区区域地壳稳定性评价与胶新铁路地质选线[J].工程地质学报,2002,10(2)：210-215.
[7]杨明,刘新奇.浅谈岩溶区公路设计地质选线[J].湖南交通科技.2008,34(2)：19-21.
[8]韩康.艰险山区地震区铁路选线初步研究[J].铁道工程学报.2009(2)：6-9.
[9]杨英.西部山区脆弱环境下铁路工程地质选线设计[J].铁道建筑.2007(2)：84-85.
[10]赵林海.黄土丘陵区的铁路选线[J].科技情报开发与经济,2005,15(10)：285-286.
[11]朱颖,魏永辛,钟新.高烈度地震山区铁路综合选线及总体设计研究[J].北京：科学出版社,2009(4).
[12]索侃社.兰渝铁路岷县段工程地质选线[J].甘肃科技纵横,2008,37(4)：137-138.
[13]李东,玉蒙铁路曲江峡谷桥位工程地质选线[J].路基工程.2006(4)：49-51.
[14]张小林.武广铁路客运专线樟市至沙口段工程地质选线[J].路基工程.2005(4)：77-80.
[15]丁文富.蒙河铁路主要地质灾害与地质选线[J].铁道工程学报.2008(4)：12-15.
[16]王万春.关于地质选线问题及实例[J].铁道工程学报,1992(4)：25-28.
[17]王毅.渝怀铁路选线设计[J].铁道标准设计.2003(增刊)：28-30.
[18]唐旭初.成兰铁路九寨沟地区线路方案研究[J].山西建筑.2010,,36(21)：270-271.
[19]朱颖.铁路选线理念的创新与实践[J].铁道工程学报.2009(6)：1-5.
[20]李广.我国山区铁路的选线问题[J].铁道工程学报.第3期.
[21]赵久平.高速铁路选线设计中的若干问题分析[J].建筑与工程.2008(19)：34-35.
[22]张戎垦,王永国.陡坡崩塌及落石地段铁路选线勘察[J].铁道勘察.2004(2)：69-71.
[23]安文斌.山区铁路地质灾害与选线原则[J].中国地质灾害与防治学报,1992,3(3)：10-18.
[24]崔学东.山区铁路选线应注意的几个问题[J].铁路标准设计.2005(6)：27-28.
[25]杜建军.山区铁路选线中局部方案比选的新思考[J].四川建筑.2006,26(3).
[26]陈德论.对山区铁路地质选线的深入研究[J].中国新技术新产品.2012(3).
[27]赵建昌,刘世忠,吉随旺.铁路选线中的工程地质问题[J].中国地质灾害与防治学报.2001,12(1).
[28]刘春明.铁路选线应综合考虑的主要问题[J].铁道勘察.2007(2)：69-72.
[29]麦丽.铁路选线设计阶段的地质灾害防治[J].长春理工大学学报.2007,3(1)：158.
[30]何华武,曾强运.复杂艰险山区地质勘察及选线技术[J].中国工程科学.2009,11(12)：9-12.
[31]徐齐福,李莉莉.地形地质复杂地段的工程地质选线[J].安徽地质,2006,16(1)：61-65.
[32]赵爱军.大高差高位铁路选线[J].铁道勘察.2006(4)：53-55.
[33]潘国强.铁路选线的制约因素和对策研究[J].中国铁路.2008(3)：35-38.
[34]杨昌义,李光辉,杜宇本.汶川地震灾区成兰铁路地质选线与工程对策[J].路基工程.2010(3).
[35]易思蓉.铁路选线课程设计指导书[M].B3：西南交通大学出版社.2002：116-117.
[36]沈斌才,江仕琴.山区铁路选线[M].北京：中国铁道出版社,1987.
[37]孙启昌.山岭区公路的选线与改善[M].北京：人民交通出版社,1960.
[38]苗大维.铁路选线设计原理[M].北京：中国铁道出版社,1988.
[39]许再良,李国和,李翔.沂沐断裂带区域工程地质与铁路选线勘察[M].北京：地震出版社,2008.
[40]吴渊明.铁路总体设计[M].北京：中国铁道出版社,1986.
[41]铁道部第一勘测设计院.铁路工程地质手册[M].北京：中国铁道出版社,1999：512-518.
[42]何振宁.铁路地质选线及主要技术原则,复杂艰险山区铁路选线与总体设计论文集[M].北京：中国铁道出版社,2010.
[43]朱颖,魏永辛.高烈度地震山区铁路综合选线原则研究,复杂艰险山区铁路选线与总体设计论文集[M].北京：中国铁道出版社,2010.
[44]朱颖.复杂山区铁路选线原则研究,复杂艰险山区铁路选线与总体设计论文集[M].北京：中国铁道出版社,2010.
[45]姚令侃,朱颖.高地震烈度艰险山区选线关键科学问题,复杂艰险山区铁路选线与总体设计论文集[M].北京：中国铁道出版社,2010.
[46]曹华平.西南复杂艰险山区铁路地质选线,复杂艰险山区铁路选线与总体设计论文集[M].北京：中国铁道出版社,2010.
[47]钟新.成兰铁路规避或减轻地震及次生灾害选线设计,复杂艰险山区铁路选线与总体设计论文集[M].北京：中国铁道出版社,2010.
[48]李明清,王彬力,刘发明.地震多发山区堰塞湖、泥石流对铁路选线的影响,复杂艰险山区铁路选线与总体设计论文集[M].北京：中国铁道出版社,2010.
[49]张毅.渝利线丰都—利川段地质选线研究[D].西南交通大学硕士学位论文.答辩日期2009年10月：3-5.
[50]Keefer D. K. Landslides caused by earthquakes[J].Geological Society of America Bulletin,1984, 95(4):408-418.
[51]Spain's high-speed challenge. Railway Gazette International.2001.157(5):277
[52]Keefer D. K.1984b, Rock Avalanche caused by earthquake source characteristics. Science, 1984, (223):1288-1290.
[53]Peter G.Gipps,Kevin Q.Gu, Alex Held, Guy Barnett, New technologies for transport route selection, Transportation Research Part C9(2001):135-154.
[54]Keefer D. K.1999, Earthquake-induced Landslides and Their Effects on Alluvial Fans[J].Journal of Sedimentary Research 1999,69,86-100.
[55]M.SUZUKI. Unsteady Aerodynamic Force Acting on High Speed Trains in Tunnel[J].Quarterly reports of railway Technical Research Institute.2001.42(2)
[2]宋欣.复杂山区铁路选线[J].铁道勘察.2005(1)：5-7.
[3]穆藩蒲.山区铁路选线的研究[J].铁道建筑.1994(6)：15-19.
[4]何振宁.活动断裂带铁路选线问题初探[J].铁道工程学报.1987(3)：195-203.
[5]卿三惠,黄润秋,李东,蒋良文.活动构造区山地环境铁路选线研究[J].地质力学学报,,2006,12(2)：249.
[6]许再良,李国和,许兆义,张永军.鲁南地区区域地壳稳定性评价与胶新铁路地质选线[J].工程地质学报,2002,10(2)：210-215.
[7]杨明,刘新奇.浅谈岩溶区公路设计地质选线[J].湖南交通科技.2008,34(2)：19-21.
[8]韩康.艰险山区地震区铁路选线初步研究[J].铁道工程学报.2009(2)：6-9.
[9]杨英.西部山区脆弱环境下铁路工程地质选线设计[J].铁道建筑.2007(2)：84-85.
[10]赵林海.黄土丘陵区的铁路选线[J].科技情报开发与经济,2005,15(10)：285-286.
[11]朱颖,魏永辛,钟新.高烈度地震山区铁路综合选线及总体设计研究[J].北京：科学出版社,2009(4).
[12]索侃社.兰渝铁路岷县段工程地质选线[J].甘肃科技纵横,2008,37(4)：137-138.
[13]李东,玉蒙铁路曲江峡谷桥位工程地质选线[J].路基工程.2006(4)：49-51.
[14]张小林.武广铁路客运专线樟市至沙口段工程地质选线[J].路基工程.2005(4)：77-80.
[15]丁文富.蒙河铁路主要地质灾害与地质选线[J].铁道工程学报.2008(4)：12-15.
[16]王万春.关于地质选线问题及实例[J].铁道工程学报,1992(4)：25-28.
[17]王毅.渝怀铁路选线设计[J].铁道标准设计.2003(增刊)：28-30.
[18]唐旭初.成兰铁路九寨沟地区线路方案研究[J].山西建筑.2010,,36(21)：270-271.
[19]朱颖.铁路选线理念的创新与实践[J].铁道工程学报.2009(6)：1-5.
[20]李广.我国山区铁路的选线问题[J].铁道工程学报.第3期.
[21]赵久平.高速铁路选线设计中的若干问题分析[J].建筑与工程.2008(19)：34-35.
[22]张戎垦,王永国.陡坡崩塌及落石地段铁路选线勘察[J].铁道勘察.2004(2)：69-71.
[23]安文斌.山区铁路地质灾害与选线原则[J].中国地质灾害与防治学报,1992,3(3)：10-18.
[24]崔学东.山区铁路选线应注意的几个问题[J].铁路标准设计.2005(6)：27-28.
[25]杜建军.山区铁路选线中局部方案比选的新思考[J].四川建筑.2006,26(3).
[26]陈德论.对山区铁路地质选线的深入研究[J].中国新技术新产品.2012(3).
[27]赵建昌,刘世忠,吉随旺.铁路选线中的工程地质问题[J].中国地质灾害与防治学报.2001,12(1).
[28]刘春明.铁路选线应综合考虑的主要问题[J].铁道勘察.2007(2)：69-72.
[29]麦丽.铁路选线设计阶段的地质灾害防治[J].长春理工大学学报.2007,3(1)：158.
[30]何华武,曾强运.复杂艰险山区地质勘察及选线技术[J].中国工程科学.2009,11(12)：9-12.
[31]徐齐福,李莉莉.地形地质复杂地段的工程地质选线[J].安徽地质,2006,16(1)：61-65.
[32]赵爱军.大高差高位铁路选线[J].铁道勘察.2006(4)：53-55.
[33]潘国强.铁路选线的制约因素和对策研究[J].中国铁路.2008(3)：35-38.
[34]杨昌义,李光辉,杜宇本.汶川地震灾区成兰铁路地质选线与工程对策[J].路基工程.2010(3).
[35]易思蓉.铁路选线课程设计指导书[M].B3：西南交通大学出版社.2002：116-117.
[36]沈斌才,江仕琴.山区铁路选线[M].北京：中国铁道出版社,1987.
[37]孙启昌.山岭区公路的选线与改善[M].北京：人民交通出版社,1960.
[38]苗大维.铁路选线设计原理[M].北京：中国铁道出版社,1988.
[39]许再良,李国和,李翔.沂沐断裂带区域工程地质与铁路选线勘察[M].北京：地震出版社,2008.
[40]吴渊明.铁路总体设计[M].北京：中国铁道出版社,1986.
[41]铁道部第一勘测设计院.铁路工程地质手册[M].北京：中国铁道出版社,1999：512-518.
[42]何振宁.铁路地质选线及主要技术原则,复杂艰险山区铁路选线与总体设计论文集[M].北京：中国铁道出版社,2010.
[43]朱颖,魏永辛.高烈度地震山区铁路综合选线原则研究,复杂艰险山区铁路选线与总体设计论文集[M].北京：中国铁道出版社,2010.
[44]朱颖.复杂山区铁路选线原则研究,复杂艰险山区铁路选线与总体设计论文集[M].北京：中国铁道出版社,2010.
[45]姚令侃,朱颖.高地震烈度艰险山区选线关键科学问题,复杂艰险山区铁路选线与总体设计论文集[M].北京：中国铁道出版社,2010.
[46]曹华平.西南复杂艰险山区铁路地质选线,复杂艰险山区铁路选线与总体设计论文集[M].北京：中国铁道出版社,2010.
[47]钟新.成兰铁路规避或减轻地震及次生灾害选线设计,复杂艰险山区铁路选线与总体设计论文集[M].北京：中国铁道出版社,2010.
[48]李明清,王彬力,刘发明.地震多发山区堰塞湖、泥石流对铁路选线的影响,复杂艰险山区铁路选线与总体设计论文集[M].北京：中国铁道出版社,2010.
[49]张毅.渝利线丰都—利川段地质选线研究[D].西南交通大学硕士学位论文.答辩日期2009年10月：3-5.
[50]Keefer D. K. Landslides caused by earthquakes[J].Geological Society of America Bulletin,1984, 95(4):408-418.
[51]Spain's high-speed challenge. Railway Gazette International.2001.157(5):277
[52]Keefer D. K.1984b, Rock Avalanche caused by earthquake source characteristics. Science, 1984, (223):1288-1290.
[53]Peter G.Gipps,Kevin Q.Gu, Alex Held, Guy Barnett, New technologies for transport route selection, Transportation Research Part C9(2001):135-154.
[54]Keefer D. K.1999, Earthquake-induced Landslides and Their Effects on Alluvial Fans[J].Journal of Sedimentary Research 1999,69,86-100.
[55]M.SUZUKI. Unsteady Aerodynamic Force Acting on High Speed Trains in Tunnel[J].Quarterly reports of railway Technical Research Institute.2001.42(2)